2002
DOI: 10.1016/s0022-1694(01)00616-3
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Constraints on hydraulic parameters and implications for groundwater flux across the upland–estuary interface

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Cited by 52 publications
(45 citation statements)
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“…1 is solved using a finite element approximation. Porosity was set to the average value measured in multiple upland cores for depths within the model domain, and the intrinsic permeability-used to relate the measured pressure heads to computed flow velocitieswas set to the average of all hydraulic conductivities reported for MH (Schultz and Ruppel 2002). The dispersion coefficient was parameterized following Scheidegger (1961), with the longitudinal dispersivity for the 60 m long model domain set to an average value for sandy sediments (a L = 0.3 m; Moltyaner et al 1993) and the transverse dispersivity (a T ) set to 10% of the longitudinal dispersivity.…”
Section: Modeling Methodsmentioning
confidence: 99%
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“…1 is solved using a finite element approximation. Porosity was set to the average value measured in multiple upland cores for depths within the model domain, and the intrinsic permeability-used to relate the measured pressure heads to computed flow velocitieswas set to the average of all hydraulic conductivities reported for MH (Schultz and Ruppel 2002). The dispersion coefficient was parameterized following Scheidegger (1961), with the longitudinal dispersivity for the 60 m long model domain set to an average value for sandy sediments (a L = 0.3 m; Moltyaner et al 1993) and the transverse dispersivity (a T ) set to 10% of the longitudinal dispersivity.…”
Section: Modeling Methodsmentioning
confidence: 99%
“…1). MH is bordered to the west by the Duplin River whose 11 km 2 watershed is dominated (*80%) by Spartina alterniflora saltmarsh and unvegetated mudflats (Pomeroy screen depths and distances from the Duplin River are given in Schultz and Ruppel (2002) and Snyder et al (2004) with the following well identification: 1 MW0208, 2 MW0214, 3 MW0203, 4 MW0202, 5 MW0201, 6 MW0217 and Wiegert 1981). The Duplin has a tidal amplitude of approximately 3.4 m for spring tide (Chalmers 1997), with a salinity, averaged over all sampling periods, of 25.7.…”
Section: Study Sitementioning
confidence: 99%
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